J01 Technical Specifications - Shitike Creek Crossing (REVISED as of A00003).pdf

SHITIKE CREEK WATER MAIN CROSSING

IHS PROJECT PO-20-M97

CONFEDERATED TRIBES OF WARM SPRINGS

INDIAN RESERVATION

JEFFERSON COUNTY, OREGON

CONTRACT DOCUMENTS

INDIAN HEALTH SERVICE

OFFICE OF ENVIRONMENTAL HEALTH

AND ENGINEERING

PORTLAND AREA OFFICE

WESTERN OREGON FIELD OFFICE

APRIL 2022

PATRICK FOX

ENVIRONMENTAL ENGINEER

(503) 414-7786

CONFEDERATED TRIBES OF WARM SPRINGS SHITIKE CREEK CROSSING

SECTION 00 01 10 - TABLE OF CONTENTS PAGE 1 OF 2 27

SECTION 00 01 10

TABLE OF CONTENTS

VOLUME I – Specifications Divisions 0 – Divisions 48

VOLUME II – Contract Drawings

VOLUME I

Division 00 – Procurement and Contracting Requirements 00 01 10 Table of Contents 00 31 32 Geotechnical Data

Division 01 – General Requirements 01 11 00 Summary of Work 01 20 00 Price and Payment Procedures 01 27 00 Measurement and Payment 01 30 00 Administrative Requirements 01 33 00 Submittal Procedures 01 33 05 Material Submittal Review Form 01 40 00 Quality Requirements 01 42 00 References 01 50 00 Temporary Facilities and Controls 01 55 26 Construction Traffic Control 01 60 00 Product Requirements 01 70 00 Execution and Closeout Requirements

Division 03 – Concrete 03 30 00 Cast-in-Place Concrete

Division 05 – Metals

05 50 00 Metal Fabrications

Division 31 – Earthwork 31 10 00 Site Clearing 31 22 13 Rough Grading 31 23 16 Excavation 31 23 17 Trenching 31 23 18 Rock Removal 31 23 19 Dewatering 31 25 13 Erosion Controls

Division 32 – Exterior Improvements 32 11 23 Aggregate Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 92 19 Seeding

SECTION 00 01 10 - TABLE OF CONTENTS PAGE 2 OF 2 27

Division 33 – Utilities 33 13 00 Disinfection of Water Distribution 33 14 13 Water Utility Distribution Piping

The specifications listed above have been prepared under the direction of the Professional Engineer, registered in the State of Oregon, whose seal and signature appear below:

Geotechnical Data 00 31 32 - 1

SECTION 00 31 32

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

A. Submittal procedures.

1. A geotechnical report has been prepared for the proposed Shitike Creek Water Main

Crossing Site.

1.2 LIMITATIONS OF GEOTECHNICAL DATA

A. Boring logs represent the soils and water table at the location and time the logs were completed.

Locations of potential utility conflicts along the proposed water main alignment. Information may vary based on time of year and other environmental conditions.

1.3 ATTACHMENTS

A. Exhibit 1 – Geotechnical Evaluation and Utility Research Report, Warm Springs, OR, April 19, 2021, Revised May 17, 2021, Bai Engineers, Inc.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

END OF SECTION

Page 1 of 8 Statement of Work

SECTION 01 11 00

SUMMARY OF WORK

PROJECT 20-M97

SHITIKE CREEK WATER MAIN CROSSING

PART 1 INTRODUCTION

1.01 SUMMARY OF WORK TO BE PERFORMED

A. Construct 3,292 LF of 16-inch ductile iron water main with associated valves and appurtenances near Warm Springs, OR.

1. Proposed water main will connect to existing 14-inch water main at each end of the alignment.

B. The proposed water main will cross Shitike Creek along the Hollywood Boulevard bridge.

1. Creek crossing is approximately 300 LF and will be insulated through the crossing.

2. Water main will be affixed to the west side of the bridge utilizing pipe supports.

3. The project will require the relocation of a 4-inch cable conduit to the other side of the bridge.

a. Relocation to be performed by owner of the cable (Lumen) and reimbursed by contractor.

C. Several existing water mains will be abandoned and/or reconfigured as crossed by proposed main.

1. Existing main reconfigurations are referred to as ‘Relocation Projects 1-4’ in attached plans and specifications.

2. Existing mains vary from 4 to 6 inches in diameter.

1.02 LOCATION & CONTACT INFORMATION

A. Project Area:

Intersection of Wolford Canyon Road & Hollwood Boulevard

Warm Springs, OR 97761

B. Contracting Officer’s Representative:

Patrick Fox, P.E.

Patrick.fox@ihs.gov

503-414-7786

C. Warm Springs Utility Contact

Chico Holliday

Chico.holliday@wstribes.org

541-553-3452 mailto:Patrick.fox@ihs.gov mailto:Chico.holliday@wstribes.org

20-M97 Shitike Creek Crossing

Page 2 of 8 Statement of Work

1.03 NEED FOR PROJECT

A. The Warm Springs water distribution system includes a crossing under Shitike Creek.

The crossing is a 14-inch diameter line. In 2018 this crossing failed, causing significant water loss in the system and an emergency repair project. Within one-year the same location failed again, and another repair project was required.

PART 2 EXISTING SYSTEM

2.01 LOCATION

A. The Warm Springs water system crosses Shitike Creek in the vicinity of Hollywood

Boulevard, as shown in Figure 1 below.

B. The water main that will be installed in the project will run along the north side of

Wolford Canyon Road on the north side of the crossing, and south of the Elmer Quin

Memorial Park driveway on the south side of the crossing, as shown in the attached drawings.

C. The Warm Springs Utility operates a wastewater treatment plant (WWTP) approximately 1 mile from the project location, as shown in Figure 2 below.

1. The lot of the WWTP can be used as a staging area for the equipment during the project.

Page 3 of 8 Statement of Work

2.02 PROJECT AREA SOILS

A. A geotechnical investigation was performed along the alignment, the report of which is included as an attachment.

B. The expected soils along the alignment are typically surface clays atop sand and gravel.

1. Cobble and boulders are expected to be encountered during excavation.

2. Shallow groundwater was encountered approximately 3 feet deep in the boreholes along the alignment south of the crossing. Dewatering is expected to be needed in these areas.

PART 3 WORK TO BE COMPLETED

3.01 GENERAL

A. All work shall adhere to the attached project drawings and technical specifications.

1. Project officer, project engineer, and Contracting Officer’s Representative (COR) are used interchangeably throughout the attached plans and specifications.

2. Owner and Utility are used interchangeably throughout the attached plans and specifications

B. Contractor shall schedule with project officer and utility per the requirements in

Section 01 30 00 - Administrative Requirements.

1. Scheduling shall be performed in a way to minimize down time of utility service and roadway access for the community.

Page 4 of 8 Statement of Work

2. Work items of note that require contact for scheduling include, but are not limited to:

a. Connections to existing water system,

b. Road crossings,

c. Utility crossings,

d. Work that requires shut-off of a utility,

e. And work that requires traffic interruption.

1) Contact Utility for information for traffic permits.

C. Items that require approval from project officer shall be submitted for approval before beginning work, as specified in Section 01 33 00 – Submittal Procedures.

1. A submittal log is attached in the requisition package.

a. Notify project engineer if a submittal is intended to satisfy items in both schedule A and B of the log.

2. Submittals can be sent via email, fax, or hard copy.

3. Project officer shall approve, deny, or request further information from contractor within 10 days of submittal receipt.

D. All work is subject to inspection by project officer or their representative.

1. Testing services shall be provided by contractor per Section 01 40 00 - Quality

Requirements.

2. A testing log is attached in the requisition package.

E. All work is to follow Occupational Safety and Health Administration and other specified regulations.

1. Traffic control plan shall be submitted to engineer.

2. Note that the trenches for the project are expected to be greater than 5 feet in depth.

3. Erosion controls shall be installed to keep sediment out of surface waters.

F. Contractor shall provide a warranty of one year for all work completed in project, from the date of substantial completion.

1. Warranties for items with manufacturer’s warranties longer than the 1-year duration shall be transferred to the Utility at project close out.

G. All work is subject to the provisions of the Tribal Employment Rights Ordinance

(TERO) of the Tribes.

1. TERO Office Contact:

a. Phone: 541-615-0853, website: wstero.com

H. Dewatering plan, including the results of any test excavations, shall be submitted to project engineer prior to beginning water main installation.

a. Sediment from dewatering shall not be discharged to the creek.

Page 5 of 8 Statement of Work

3.02 INSTALLATION OF WATER MAIN

A. Views of the proposed piping alignment are shown in Figures 3-6 below.

Figures 3&4 Views east along Wolford Canyon Road (left) and south along Hollywood Boulevard (right, south of bridge).

Figures 5&6 Views west along Elmer Quinn Memorial Park drive. Left is near Hollywood Boulevard.

B. Install water main per the attached drawings and specifications.

1. Proposed water main is lined 16-inch ductile iron class 350.

a. Ductile iron pipe and fittings shall adhere to AWWA C151.

b. All ductile iron pipe shall be manufactured in the USA and from the same manufacturer.

1) A certificate of inspection for pipe shall be submitted.

2. All pipe joints shall be fully restrained. Pipe joint type depends upon whether or not pipe is transitioning from below ground to above ground, as described in the specifications.

a. Majority of pipe is buried. Buried pipe shall have TR Flex joints and be restrained with thrust blocks as described in the specifications.

Page 6 of 8 Statement of Work

3. Pipe installed underground shall have LLDPE corrosion protection encasement.

C. Water main shall connect to the existing system via 14”x14”x16” ductile iron tees.

1. 16-inch butterfly valves shall be installed prior to connections to the existing system.

a. Valve characteristics shall adhere to the attached specifications.

D. 2 combination air/vacuum valves and associated vaults shall be installed in the line.

E. Blow off assembly shall be installed in the low point of the line.

F. Water main shall be pressure tested and disinfected per the attached specifications prior to connecting to the existing system.

1. Pipe shall be pressure tested only after thrust block and restraint mats reach design strength.

3.03 CREEK CROSSING OF WATER MAIN

A. Install the water main across the Shitike Creek by affixing the pipe to the west side of the Hollywood Boulevard Bridge, per the attached plans and specifications.

1. Plan set for the creek crossing is separate from the rest of the alignment and is attached. The length of the crossing is 300 feet.

2. The water main will transition from below-ground to above-ground for the crossing.

3. 16-inch butterfly valves shall be installed at either end of the crossing.

4. Ensure traffic control plan and any necessary permits are in place prior to beginning work.

B. Pipe for the crossing will be 16-inch class 350 ductile iron.

1. Pipe will be insulated for the above ground portion of the crossing.

a. Insulation shall be 2” of 26 gauge aluminum clad polystyrene.

2. Above-ground pipe will have integrated fully restrained joints.

3. Transition pipe will have flanged joints.

C. Concrete thrust restraint mats shall be installed under transition piping for the crossing.

1. Pipe shall be supported and adhered to either end of thrust restraint mats by concrete pipe cradles and galvanized pipe collars.

2. See attached Bridge Crossing plans and specifications for details.

D. Pipe shall be fastened to bridge at 18’ on center using fabricated steel supports.

1. Supports shall be anchored to the bridge by bolts driven through the concrete curb and the concrete girder beam.

2. Shear pins shall also be installed in the girder beam at the location of the pipe support.

Page 7 of 8 Statement of Work

3. Pipes shall be adhered to supports by piping support saddles.

4. See attached Bridge Crossing plans and specifications for details.

3.04 CABLE RELOCATION

A. An existing fiber optic cable runs along the west side of the bridge. The cable will be relocated to the other side of the bridge for the project.

B. The relocation will be performed by a contractor (Terratech) hired by the cable’s owner

(Lumen).

1. Terratech/Lumen shall be reimbursed for the relocation work by the contractor

(this award).

a. Contact Project Engineer for contact details of Terratech/Lumen.

2. Contractor will be paid for reimbursement amount.

3. Cost for relocation work is a not-to-exceed (NTE) amount. Contractor is expected to list the NTE amount in the bid schedule.

a. Reimbursement will be limited to invoiced work performed from Terratech,

b. Special construction project proposal and Lumen cost estimate included as exhibits with this scope of work.

C. The relocation work shall be completed prior to the other work on the water main alignment.

1. Coordination between the contractor and Terratech is expected to begin shortly after award.

3.05 EXISTING PIPING RELOCATION PROJECTS

A. There are four additional small projects involving the relocation of existing water main.

Work for the relocation projects shall adhere to the plans and specifications. Stations of the specific projects are also shown on the attached plans.

1. Existing water mains are typically PVC, but this hasn’t been verified for the smaller mains in the relocation projects.

2. Relocation Project #1

a. Cap the crossed 6-inch water main and salvage the PRV for the Elmer Quin

Park.

1) Cap shall include a concrete thrust block.

3. Relocation Project #2

a. Cap and abandon a 4-inch water main in the community center parking lot.

b. Install a flush hydrant on the active portion of the 4-inch main.

1) Flush hydrant shall include thrust blocking.

4. Relocation Project #3

a. Cap and abandon one side of a ¾-inch water service line that will be crossed.

Page 8 of 8 Statement of Work

b. Tap a crossed 6-inch watermain and install new ¾-inch service line to connect to the prior water service line.

c. The intent of this project is to consolidate the water lines in the park for metering.

5. Relocation Project #4

a. Cut and cap both sides of a crossed 4-inch main.

1) Cap shall include concrete thrust block for active side of main.

Price and Payment Procedures 01 20 00 - 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Schedule of values.

B. Applications for payment.

C. Change procedures.

D. Defect assessment.

E. Unit prices.

F. Alternates.

1.2 SCHEDULE OF VALUES

A. Submit printed schedule on standard form included in Contract. Contractor's standard form or electronic media printout will be considered if no such form is included in the Contract, or with permission from Engineer.

B. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement.

C. Include in each line item, amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by unit cost to achieve total for each item.

D. Revise schedule to list approved Change Orders, with each Application For Payment.

1.3 APPLICATIONS FOR PAYMENT

A. Submit one copy of each application on standard form included in contract.

B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

C. Payment Period: Submit at intervals stipulated in the Agreement.

D. Submit with transmittal letter as specified for Submittals in Section 01 33 00 - Submittal Procedures.

01 20 00 - 2

E. Substantiating Data: When Engineer requires substantiating information, submit data justifying dollar amounts in question. Include Engineer requested items with Application for Payment.

Some examples of the types of information that may be requested:

1. Current construction photographs as specified.

2. Partial release of liens from major subcontractors and vendors.

3. Record documents as specified, for review by Owner which will be returned to Contractor.

4. Affidavits attesting to off-site stored products.

5. Construction progress schedules, revised and current as specified.

1.4 CHANGE PROCEDURES

A. Submittals: Submit name of individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. The Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on standard form included in Contract.

C. The Engineer may issue a Notice of Change including a detailed description of proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change and the period of time during which the requested price will be considered valid. Contractor will prepare and submit estimate within number of days shown in Notice of Change document.

D. Contractor may propose changes by submitting a request for change to Engineer, describing proposed change and its full effect on the Work. Include a statement describing reason for the change, and effect on Contract Sum/Price and Contract Time with full documentation. Document requested substitutions in accordance with Section 01 60 00 - Product Requirements.

E. Unit Price Change Order: For contract unit prices and quantities, the Change Order will be executed on fixed unit price basis. For unit costs or quantities of units of work which are not pre-determined, execute Work under Work Directive Change. Changes in Contract Sum/Price or Contract Time will be computed as specified for Change Order.

F. Work Directive Change: Engineer may issue directive, on standard form included in Contract, signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change.

G. Document each quotation for change in cost or time with sufficient data to allow evaluation of quotation.

H. Change Order Forms: as included in Contract.

I. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract.

J. Correlation of Contractor Submittals:

01 20 00 - 3

1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.

2. Promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

3. Promptly enter changes in Project Record Documents.

1.5 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Owner will direct appropriate remedy or adjust payment.

C. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Owner.

D. Defective Work will be partially repaired to instructions of Engineer, and unit sum/price will be adjusted to new sum/price at discretion of Owner.

E. Individual specification sections may modify these options or may identify specific formula or percentage sum/price reduction.

F. Authority of Owner to assess defects and identify payment adjustments, is final.

G. Non-Payment for Rejected Products: Payment will not be made for rejected products for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from transporting vehicle.

4. Products placed beyond lines and levels of required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected products.

1.6 UNIT PRICES

A. Authority: Measurement methods are delineated in individual specification sections.

B. Measurement methods are delineated in Section 01 27 00, Measurement and Payment. In event of conflict, requirements of Section 01 27 00 govern.

C. Take measurements and compute quantities. Engineer, Owner, or a designated representative will verify measurements and quantities.

D. Unit Quantities: Quantities and measurements indicated in Bid Form are for contract purposes only. Actual quantities provided and approved shall determine payment.

1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at unit sum/prices contracted.

2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim for Contract Price adjustment.

01 20 00 - 4

E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application or installation of item of the Work; overhead and profit.

F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work.

G. Measurement Of Quantities:

1. Weigh Scales: Inspected, tested and certified by applicable state Weights and Measures department within past year.

2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.

3. Metering Devices: Inspected, tested and certified by applicable State department within past year.

4. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

5. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

6. Measurement by Area: Measured by square dimension using mean length and width or radius.

7. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

8. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.

H. Unit Price Schedule: (See Agreement)

1.7 ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option.

Accepted Alternates will be identified in Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work.

C. Schedule of Alternates: (See Bid Form included in Contract)

PART 2 PRODUCTS - Not Used

Measurement and Payment

01 27 00 - 1

SECTION 01 27 00

MEASUREMENT AND PAYMENT

A. Summary.

B. Estimated quantities.

C. Survey and measurements.

D. Payment for increased or decreased quantities.

E. Omitted items.

F. Partial payments.

G. Payment for material delivered.

H. Final payment.

I. Incidental work.

J. Description of bid items

1.2 SUMMARY

A. Work covered by this section includes method of measurement and basis of payment for all divisions included.

B. Payment for the various items of the Bid Schedules, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, materials, labor, supplies, manufactured articles, transportation, and temporary facilities required to complete the work in accordance with contract documents including incidentals.

C. Respective prices and payment shall constitute full compensation for all work completed including incidentals.

D. All items not expressly listed as being provided by others that are necessary for the completion of work shall be furnished and installed by the Contractor.

E. No payment shall be made for mobilization and demobilization of equipment, unless it is explicitly included as a bid item.

F. The Contractor, in case of unit-price items measured for payment, shall be paid for the actual amount of Work accepted and for the actual amount of materials in place, as shown by final

01 27 00 - 2 measurement. Plan quantity items shall be paid for at the unit price for the quantities shown on the plans and tabulated in the bid form.

G. The Contractor, in case of lump sum amounts, or by plan quantities, shall be paid for the percentage of the work item completed as determined by the Engineer.

H. All units of measurement shall be standard United States convention as applied to the specific items of Work by tradition and as interpreted by the Engineer.

1.3 ESTIMATED QUANTITIES

A. All quantities stipulated in the bid schedule or other contract documents are approximate and are to be used: (1) as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted.

B. The Contractor shall be paid for actual quantities installed based on the quantities measured in the field. The actual amounts of work completed and materials furnished may differ from estimated quantities. The Contractor shall make no claim for damages, anticipated profits, or otherwise, on account of differences between the estimated amounts and the actual amount of work performed and materials furnished.

C. The payment of any partial estimate or of any retained percentage in no way shall affect the obligation of the Contractor to repair or renew any defective parts of the construction or to be responsible for all damage due to such defects.

1.4 SURVEY AND MEASUREMENTS

A. All quantity measurements shall be the responsibility of the Contractor and will be verified by the project Engineer.

B. All measurements and subsequent payments will be based on completed and accepted work performed in strict accordance with the drawings, specifications, and other contract documents.

1.5 PAYMENT FOR INCREASED OR DECREASED QUANTITIES

A. When alterations in the quantities of work are ordered and performed, the Contractor shall accept payment in full at the Contract price for the actual quantities of Work done. No allowance will be made for anticipated profits.

1.6 OMITTED ITEMS

A. Should any items contained in the Bid Form be found unnecessary for the proper completion of the Work contracted, the Engineer may eliminate such items from the Contract, and such action shall in no way invalidate the Contract, and no allowance will be made for items so eliminated in making final payment to the Contractor.

01 27 00 - 3

1.7 PARTIAL PAYMENTS

A. Partial payments shall be made monthly as the work progresses. All partial invoices and payments shall be subject to the provisions of the General and Supplementary Conditions.

1.8 PAYMENT FOR MATERIAL DELIVERED

A. When requested by the Contractor and at the discretion of the Engineer, payment may be made for all or part of the value of acceptable, non-perishable materials and equipment which are to be incorporated into Bid Items, have not been used and have been delivered to the construction site, or placed in storage places acceptable to the Engineer. Payment shall require paid invoices and proof of insurance and be subject to the provisions of the General and Supplementary Conditions.

B. No partial payment shall be made upon fuels, supplies, lumber, false work, or other materials, or on temporary structures of any kind that are not a permanent part of the Contract.

1.9 FINAL PAYMENT

A. The Engineer will make, as soon as practicable after the entire completion of the project, a final quantity invoice of the amount of the Work performed and the value of such Work. The

Contracting Officer shall make final payments of the sum found due less retainages subject to provisions of the General and Supplemental Conditions.

1.10 INCIDENTAL WORK

A. Incidental work items for which separate payment will not be made includes the following items, unless explicitly included as a bid item. This is not a complete and comprehensive list – see other Technical Specifications for more information:

1. Pre-Construction photographs.

2. Project record documents

3. Traffic control plan and traffic regulation.

4. Signs.

5. Clean up and restoration of property.

6. Restoration of fences and other structures.

7. Cooperation and coordination with other contractors and utility companies.

8. Utility crossings and relocations, unless otherwise paid for.

9. Temporary utility service to buildings, as required to maintain service during construction.

10. Minor Items – such as relocation of sign posts, guard rails, rock wall, mail boxes, curbs, traffic loop detectors, pavement markings, etc., damaged as a result of construction activities.

11. Trench boxes, steel and/or wood sheeting as required, including that left in place.

12. Maintenance of all existing water flows and repair of existing water pipes.

13. Dust control.

14. Erosion control.

15. Clearing, grubbing, and stripping.

16. Loaming, seeding, grading, liming, fertilizing, mulching, and watering.

17. Routine flagman services.

01 27 00 - 4

18. Construction schedules, bonds, insurance, shop drawings, warranties, guarantees, certifications, and other submittals required by the Contract Documents.

19. Repair and replacement of water lines, culverts, under-drains, rock lined drainage trenches in streets and other utilities damaged by construction activities and corresponding proper disposal of removed materials unless otherwise paid for.

20. Weather protection.

21. Permits not otherwise paid for or provided by the Owner.

22. Visits to the project site or elsewhere by personnel or agents of the Contractor, including manufacturer’s representatives, as may be required.

23. Mobilization and demobilization.

24. Excavation including the test pits specifically shown or ordered by the Engineer to establish underground utility locations.

25. Contract administration and insurance.

26. Test pits to establish in place field soils density, groundwater conditions, or requirements for de-watering.

27. Pipe markings.

28. Construction Trailer.

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION

3.1 DESCRIPTION OF BID ITEMS

A. The following sections describe the measurement of and payment for the Work to be done under the respective items listed in the Bid Form.

B. Each unit or lump sum price stated in the Bid Form shall constitute full compensation, as herein specified, for each item of the Work completed.

3.2 BID ITEMS

A. Schedule A

1. Mobilization

a. Measurement: By the job.

b. Basis of Payment: Payment shall cover the cost of equipment and labor to move equipment to and from the job site. Payment shall also cover contractor expenses related to bonds, insurance, permits, coordination, and any other incidental items not otherwise paid under other bid items.

2. Construction Traffic Control

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall be full compensation to provide temporary construction traffic control through the construction zone for the duration of the project.

01 27 00 - 5

3. Erosion and Sediment Control

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall be full compensation for installing and maintaining erosion and sediment control measures needed to control erosion and prevent sediment from leaving the construction site. Work to keep a clean construction site and site cleanup at substantial completion is incidental to this item.

4. Clearing and Grubbing

a. Measurement: Square Foot.

b. Basis of Payment: Payment shall be full compensation for clearing and grubbing measures including those identified in the contract drawings, as well as additional measures needed to prevent sediment from leaving the construction site.

5. Dewatering

a. Measurement: Lump Sum.

b. Basis of Payment: Includes dewatering well drilling or jetting, well screen, riser pipe, filter sand, pumps, power units, discharge header pipes, connections, fittings, and abandonment of wells after dewatering, fuel, emergency power supply, standby pumps and power units, testing of piezometers, pump operation and maintenance, and maintenance of drainage or storage facilities during dewatering.

6. Rock Removal

a. Measurement: Cubic Yard.

b. Basis of Payment: Includes preparation of rock for removal, explosive or mechanical disintegration of rock, removal from position, loading and removing from site. For over excavation, payment will not be made for over excavated work nor for replacement materials.

7. Tree Removal

a. Measurement: By each removed.

b. Basis of Payment: Includes preparation of tree removal and mechanical equipment used, removal from position, loading and removing from site.

For over excavation, payment will not be made for over excavated work nor for replacement materials.

8. Imported Gravel

01 27 00 - 6

a. Measurement: Cubic Yard.

b. Basis of Payment: Includes supplying aggregate materials, stockpiling, placement and compaction. Quantity for payment shall not exceed the quantity derived from calculating compacted, in-place volume, as shown on plans, drawings, or specifications.

9. Excavation, Trenching, and Backfill

a. Measurement: Per unit basis for each Linear Foot of trench for water main installed underground.

b. Basis of Payment: Payment shall be full compensation to excavate, trench, import bedding, backfill, and compact soil materials for buried pipeline installation as described in the specifications.

10. 16” Ductile Iron Water Main Class 350

a. Measurement: Linear Foot.

b. Basis of Payment: Includes all pipe, fittings, flushing, disinfection, pressure testing, warning tape, tracing wire, thrust restraint, and all other appurtenances required to complete the work as specified.

11. Butterfly Valves

a. Measurement: By each installed.

b. Basis of Payment: Includes excavation, compaction, valve, valve box, protection posts, backfilling, fittings and accessories.

12. Combination Air Valves

a. Measurement: By each installed.

b. Basis of Payment: Includes excavation, compaction, and backfill; and the provision and installation of combination air valve, service tap, corporation stop, valve inlet piping, thrust blocks, valve vault, exhaust piping and post, and imported gravel.

13. Water Main Connections

a. Measurement: By each installed.

b. Basis of Payment: Includes pipe (existing pipe size), fittings (all fittings except valve), removal or filling of gate valves as indicated, site restoration, other appurtenances required, and associated excavation, trenching, bedding, and backfill.

14. Flush Hydrant Assembly

01 27 00 - 7

a. Measurement: By each installed.

b. Basis of Payment: Includes hand trimming, excavation, gravel sump, hydrant, gate valve, concrete pad, check valve, protection posts, wrench, connection, backfilling, compaction and accessories.

15. Asphaltic Resurfacing

a. Measurement: By linear foot of finished asphalt paving.

b. Basis of Payment: Includes saw cutting, removal, and disposal of existing pavement; supplying and stockpiling aggregate; scarifying substrate surface; placing, and compacting subbase priming surfaces;

tack coating surfaces; furnishing, placing, compacting, and testing of all courses; compaction and rolling; and testing.

16. Concrete Resurfacing

a. Measurement: By linear foot of finished concrete paving.

b. Basis of Payment: Includes saw cutting, removal, and disposal of existing pavement; supplying and stockpiling aggregate; scarifying substrate surfaces; forms; reinforcing; concrete; accessories; placing, finishing, curing, and testing.

17. Seeding

a. Measurement: Lump Sum.

b. Basis of Payment: Includes weed removal, landscape grading, fertilizer, watering, mulching, erosion fabric, stakes, seeding or hydroseeding, and seed protection.

18. Relocation Project #1 – The Existing 6” Potable Water Main and the Elmer

Quinn PRV at the Elmer- Quinn Memorial Park (Park)

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall cover the cost of equipment and labor to abandon and salvage the PRV to the Warm Springs Utility Shop. Also cap and abandon the existing 6” potable water main at Station STA

27+00. The 6” potable water main west of the cap will be abandoned.

19. Relocation Project #2 - The Existing 4” Potable Water Main at the Park

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall cover the cost of equipment and labor to cap and abandon in place the existing 4” line that is within the

Community Center parking lot. In addition, installation of a new flush

01 27 00 - 8 hydrant will be added on the 4” line at the Community Center to provide the fire flow capacity at the Community Center area.

20. Relocation Project #3 – The Existing 3/4” Service Line from the 8” Water Main to the Water Hose at the Park

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall cover the cost of equipment and labor to abandon the existing 3/4” service line that will cross the proposed 16” water main, installation of a new 3/4” service line that will be constructed from the 6” water main and tie-in to the existing 3/4” service line at Station STA 24+20. The relocation of the service line will consolidate the service lines in the Park area for future water metering.

21. Relocation Project #4 – The Section of 4” Potable Water Main South of the

Wolford Canyon Road

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall cover the cost of equipment and labor to cap and abandon in place the existing 4” water main across Shitike

Creek.

22. CenturyLink Utility Relocation

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall cover the reimbursement of the costs incurred by cable company to perform the relocations.

c. Reimbursement amount shall match invoices submitted by Lumen up to amount listed on bid sheet.

1) Should Lumen communicate any variations of cost above the amount listed on the bid sheet notify project engineer immediately.

B. Schedule B

1. Mobilization

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall cover the cost of equipment and labor to move equipment to and from the job site. Payment shall also cover contractor expenses related to bonds, insurance, permits, coordination, and any other incidental items not otherwise paid under other bid items.

2. Construction Traffic Control

01 27 00 - 9

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall be full compensation to provide temporary construction traffic control through the construction zone for the duration of the project.

3. Erosion and Sediment Control

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall be full compensation for installing and maintaining erosion and sediment control measures needed to control erosion and prevent sediment from leaving the construction site. Work to keep a clean construction site and site cleanup at substantial completion is incidental to this item.

4. Fabricated Pipe Support

a. Measurement: Per unit basis for Each pipe support furnished and installed.

b. Basis of Payment: Payment shall be full compensation to fabricate, furnish and install each pipe support as described in the specifications.

5. Thrust Block Mat Footing Restraint

a. Measurement: Per unit basis for Each Thrust Block Mat Footing

Restraint constructed.

b. Basis of Payment: Payment shall be full compensation to form, reinforce, pour, cure, fabricate, and finish each thrust block restraint as described in the specifications.

6. Excavation, Trenching, and Backfill

a. Measurement: Per unit basis for each Linear Foot of trench for water main installed underground.

b. Basis of Payment: Payment shall be full compensation to excavate, trench, import bedding, backfill, and compact soil materials for buried pipeline installation as described in the specifications.

7. Ductile Iron Water Main, 16” Diameter

a. Measurement: Per unit basis for each Linear Foot of water main installed, measured along the horizontal centerline of the pipe through all fittings, valves, and pipe types.

01 27 00 - 10

b. Basis of Payment: Payment shall be full compensation to furnish and install pipe, fittings, and accessories of the various types and classes, as shown on the drawings and described in the specifications.

8. Water Main Bridge Installation

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall be full compensation for specialty equipment and procedures for installing water main piping on the bridge span.

9. D.I. Butterfly Valve, 16” Diameter

a. Measurement: Per unit basis for Each valve furnished and installed.

b. Basis of Payment: Payment shall be full compensation to furnish and install valve, fasteners, accessories, and valve box as shown on the drawings and described in the specifications.

10. Air Release Valve Assembly

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall be full compensation to furnish and install a tapping sleeve, corporation valve, air release valve, vent piping, insulation jacket, enclosure, and all appurtenances for a complete and operational installation.

11. Pipe Insulation

a. Measurement: Lump Sum.

b. Basis of Payment: Payment shall be full compensation to furnish and install insulation, jacket, strapping, and all appurtenances for a complete and operational installation.

12. Permanent Erosion Control, Hydroseed

a. Measurement: Per unit basis for each Square Yard of hydroseed permanent erosion control applied to disturbed areas within the limits of the project.

b. Basis of Payment: Payment shall be full compensation to furnish and hydraulically apply seed, fertilizer, mulch, and tackifier as described in the specifications.

01 27 00 - 11

Administrative Requirements 01 30 00 - 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

A. Coordination and project conditions.

B. Field engineering.

C. Preconstruction meeting.

D. Progress meetings.

E. Pre-installation meetings.

F. Cutting and patching.

G. Special procedures.

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

01 30 00 - 2

1.3 FIELD ENGINEERING

A. Employ Land Surveyor registered in State of Oregon and acceptable to Owner.

B. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered.

C. Control datum for survey is established by Owner provided survey and/or shown on Drawings.

D. Verify set-backs and easements; confirm drawing dimensions and elevations.

E. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

F. Where required, submit copy of site drawing signed by Land Surveyor certifying elevations and locations of the Work are in conformance with Contract Documents.

G. Maintain complete and accurate log of control and survey work as Work progresses.

H. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

I. Promptly report to Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons.

J. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer.

1.4 PRECONSTRUCTION MEETING

A. Owner will schedule meeting after Notice of Award.

B. Attendance Required: Owner, Engineer, and Contractor.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of products, schedule of values, progress schedule, and other preconstruction requirements.

5. Designation of personnel representing parties in Contract and Engineer.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

8. Review of potential safety concerns and designation of OSHA Competent Person.

D. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.

01 30 00 - 3

1.5 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals.

B. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner, Engineer, as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems impeding planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on progress schedule and coordination.

13. Other business relating to Work.

E. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.

1.6 PRE-INSTALLATION MEETINGS

A. When required in individual specification sections, convene pre-installation meetings at Project site prior to commencing work of specific section.

B. Require attendance of parties directly affecting, or affected by, Work of specific section.

C. Notify Engineer four days in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.

01 30 00 - 4

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION – Not Used

Submittal Procedures 01 33 00 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittal procedures.

B. Definitions.

1.2 SUBMITTAL PROCEDURES

A. Submit submittals in digital form or by print form (two copies) to the Engineer.

B. Identify each cut sheet or shop drawing with the following information:

1. Community.

2. Community Location.

3. Contract Number.

4. Supplier.

5. Specification section, plan sheet, or detail drawing number to which the submittal pertains.

C. Submit the following information, as applicable, in accordance with the submittal requirements of each section:

1. Manufacturer’s cut sheets indicating compliance with references and standards (e.g., applicable ASTM, AWWA standards).

2. Laboratory results.

3. Dimensional drawings or shop drawings.

4. Other specific information required by the particular specification.

D. Variations from contract documents or products specified:

1. Bring all submitted variations to the attention of the Engineer.

2. Variations not brought to the Engineer’s attention in writing and that conflict with the contract documents do not relieve the Contractor from the requirements of the contract documents.

E. Revisions and Resubmittals:

1. Revise and resubmit submittals as required and identify all charges made since previous submittal.

2. Engineer obligations for resubmittals:

a. The Engineer will be obligated to review the original submittal and one resubmittal for each item requiring submittal.

b. Subsequent resubmittals will be at the Contractor’s expense.

3. Incomplete submittals or rejected submittals that result in the need for the Contractor to resubmit cannot be grounds for a contract time extension or equitable adjustment to contract price unless the Engineer did not meet their obligations.

Submittal Procedures 01 33 00 - 2

F. Submittal time requirements:

1. The Contractor shall provide all submittals to the Engineer within 14 days after receipt of the

Notice to Proceed.

2. The Contractor shall allow 10 days from receipt by the Engineer for review and approval or rejection.

3. For each material re-submittal required, the Contractor shall allow an additional 7 days from date of receipt by the Engineer for review and approval or rejection.

4. Repeated resubmittals resulting from “Rejected” or “Incomplete” submittals shall not be grounds for a contract time extension.

5. Lack of response by the Engineer does not constitute approval.

G. The Contractor shall distribute copies of approved submittals to concerned parties (i.e., suppliers, subcontractors, etc.).

H. Approval required before installation:

1. Approval of submittals must be provided by the Engineer prior to installation of materials.

2. Materials installed without written submittal approval will be at the Contractor’s risk and may require removal at no expense to the Owner.

1.3 DEFINITIONS

A. Approved: Deemed to be acceptable for use in accomplishing the requirements of the plans and specifications, but does not extend to the means, methods, or procedures of construction (except where specific means, methods, or procedures are specifically required by the contract documents) and does not imply approval of the system or construction in which the submitted item is a part.

B. Conditionally Approved: Deemed to be acceptable for use in accomplishing the requirements of the plans and specifications if the conditions noted in the submittal approval letter are met. The approval does not extend to the means, methods, or procedures of construction (except where specific means, methods, or procedures are specifically required by the contract documents) and does not imply approval of the system or construction in which the submitted…